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- W2368586652 abstract "On the basis of the short-term stiffness formulas provided by the current concrete codes for prestressed flexural member and normal flexural member,the formulas of cracking moment,pre-cracking section stiffness and post-cracking section stiffness for the horizontal displacement calculation of cantilever column which under axial force action and without axial force action are deduced.Some parameter factors which having effect on the axial force action are analyzed,such as the elastic modulus ratio of reinforcement and concrete,the ratio of reinforcement,the ratio of sectional effective height to sectional height,and the axial force values,then some qualitative regularities about the impact of foregoing parameters,the interaction relationship between foregoing parameters and axial force action are obtained at the same time.Finally,the results of cantilever columns show that axial force has a beneficial impact on the displacement of structure or member in some cases." @default.
- W2368586652 created "2016-06-24" @default.
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- W2368586652 date "2009-01-01" @default.
- W2368586652 modified "2023-09-23" @default.
- W2368586652 title "Effect of Axial Pressure Force on Horizontal Displacement of Cantilever Column" @default.
- W2368586652 hasPublicationYear "2009" @default.
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